Short problem: 1.1 Without doing any calculation, sketch the parabolic shear stress distribution for a positive shear force V acting on a T-shaped section, identifying approximately the location of the maximum shear stress.
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- 13. A block 100mm x 100mm base and 10mm height. What will the direct shear stress in the element when a tangential force of 10kN is applied to the upper edge to a displacement 1mm relative to lower face?Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video. Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. If oy= 25 ksi, determine the angle 0, corresponding to the orientation of the maximum in-plane shear stress. 8 ksi 25.7° or -64.3° 16.0° or -38.9° 29.6° or -76.6° 23.8° or -59.2° 18.6° or -46.6° 45 ksi2. The cross section of a beam is shown. The shear force V found from a shear diagram acting on the section is 51 kips. Determine the transverse shear stress at: a) The centroidal axis 3.5" HOLE 12"
- Q .A beam has a force of 25kN through the shear centre. For the system: a) determine the second moment of area about the x - x plane and b) determine the shear stress distribution along the y - y plane for positions A to F, c) plot the shear stress distribution on a suitable graph, labelling the principal values cross-section as shown in Figure Q. The beam is subjected to a vertical shearing Centre of Gravity X y 30 mm 180 mm y A B -C.-. -E- 10mm x 5mm Figure Q: Beam cross-section 30 mm 10 mmFind principal stresses and max in plane shear stresses ....using mohr circleProblem 1 200 MPa Use Mohr's circle to find (1) The principal stresses (2) Sketch the stress element for principal stresses (3) The maximum in-plane shear stress (4) Sketch the stress element for maximum in-plane shear stress (5) If rotate to AB plane as shown, what is the stresses on the rotated axis? (6) Sketch the stress element for the newly rotated axis 489 160 MPa 120 MPa
- Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4Determine the principle stresses and maximum shear stress based on the following pictures showing values for normal and shear stress at A. Ixx= 1,241 in^4, Bending Moment(M) = 350 ft-kips, Shear(V)= 80 kips. Draw mohrs circle showing horizontal and vertical planes of stress block, max shear and principal stresses, and the average normal stress, 2θp, 2θs.Draw a stress element showing the state of pure shear stress at a point. Draw the corresponding Mohr’s Circle using an appropriate scale, and determine the principal stresses, maximum in-plane shear stress and their orientations.
- Answer c only Mohr's circle(with full details). Center of circle, Radius of circle, Max. principal stress, Min. principal stress, Angle of principal plane, Max. shear stress, Angle of max. shear planeQuestion 9 of 10 View Policies Current Attempt in Progress The strain components for a point in a body subjected to plane strain are &x = -550 μE, &y=570μe and Yxy = -922 urad. Using Mohr's circle, determine the principal strains (Ep1 > Ep2), the maximum inplane shear strain Yip, and the absolute maximum shear strain Ymax at the point. Show the angle 8, (counterclockwise is positive, clockwise is negative), the principal strain deformations, and the maximum in-plane shear strain distortion in a sketch. Answers: Ep1 = Ep2 = Vip= Ymax 0p- = Save for Later με. με. prad. urad. !! Attempts: 0 of 3 used Submit AnswerFor the stress element shown below, use the Mohr circle to determine: (a) the equivalent state of stress if the element is oriented 25° counterclockwise. Draw the rotated stress block. (b) the principal stresses and principal angles. (c) the maximum and minimum shear stresses and relevant angles. (A Make sure to indicate all these points and angles on the Mohr circle.) 550 MPa